EP0105406B1 - Unités de construction - Google Patents

Unités de construction Download PDF

Info

Publication number
EP0105406B1
EP0105406B1 EP19830109356 EP83109356A EP0105406B1 EP 0105406 B1 EP0105406 B1 EP 0105406B1 EP 19830109356 EP19830109356 EP 19830109356 EP 83109356 A EP83109356 A EP 83109356A EP 0105406 B1 EP0105406 B1 EP 0105406B1
Authority
EP
European Patent Office
Prior art keywords
floor
roof
beams
unit
leg
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP19830109356
Other languages
German (de)
English (en)
Other versions
EP0105406A1 (fr
Inventor
Donald Welton Shepherd
Stephen Wentworth Stericker
David Nicholas Varley
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Portakabin Ltd
Original Assignee
Portakabin Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Portakabin Ltd filed Critical Portakabin Ltd
Publication of EP0105406A1 publication Critical patent/EP0105406A1/fr
Application granted granted Critical
Publication of EP0105406B1 publication Critical patent/EP0105406B1/fr
Expired legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal

Definitions

  • This invention relates to a portable building unit for a building construction formed from one or more such portable building units, hereinafter referred to as "of the kind specified", the or each of which is a factory assembled, self-contained portable unit for delivery to a site of an assembled condition complete with floor structure, walls and roof structure, and preferably complete with all windows, doors and internal fittings.
  • portable building units for a building construction formed from one or more such portable building units, hereinafter referred to as "of the kind specified”, the or each of which is a factory assembled, self-contained portable unit for delivery to a site of an assembled condition complete with floor structure, walls and roof structure, and preferably complete with all windows, doors and internal fittings.
  • provision for coupling the units together in the desired arrangement is built into the units before they leave the factory, so that the only on-site assembly work required is that of coupling the units together.
  • Such a building is described in our previous Patent GB-A-1315132.
  • GB-A-1315132 discloses a building unit of the kind specified which has been used widely in many applications such as site offices on building or other construction sites, at outdoor exhibitions and sports events, and as temporary or semi-permanent office, laboratory or living accommodation. Buildings made from such units have been regarded as being essentially temporary or at most semi-permanent and the appearance of the buildings has been in line with this.
  • the present invention is based on a new philosophy of providing essentially permanent accommodation, not by traditional methods of construction in which a building is erected on site from components such as bricks and mortar, or steel framework and cladding, but by means of factory assembled portable building units which can thus be transported to the building site and be positioned there as permanent buildings.
  • a building constructed according to this new philosophy is described in our previous Patent GB-A-2084213. However, this building is actually intended for essentially permanent accommodation and must be positioned on a prepared foundation which engages and supports a floor subframe of the building unit.
  • the invention seeks to adopt this new philosophy to temporary buildings.
  • the present invention provides a self-contained portable building unit of the kind which is factory assembled for delivery to a site in an assembled condition comprising a floor structure, stressed skin structural sandwich side and end wall panels to provide walls, a floor structure, side and end wall panels to provide walls, a roof structure, and windows, doors and internal fittings and further comprising two longitudinal extending skids disposed beneath the floor structure, four legs disposed symmetrically, two on each side of the unit intermediate the ends thereof and externally of the wall panels, a transverse compression member extending between and being connected to the upper ends of the legs of each oppositely disposed pair of legs and each leg having a ground-engagable foot member whereby the unit is supportable on the foot members with the roof and floor loads being transmitted by the wall panels to the legs characterised in that the floor structure comprises two spaced, parallel, floor side beams disposed at the sides of the floor structure and extending longitudinally of the unit, a plurality of cross beams, extending transversely of the unit and connected between the floor side beams
  • the building unit may be provided with a floor level above the ground which is considerably reduced compared with the floor level obtained with such a prior building, e.g. as little as 32.5 cm above the ground, thereby avoiding any considerable step-up into the building, and secondly, the underside of the floor structure is concealed at least from side view thus giving the unit of the present invention a much more permanent visual appearance and impression in use.
  • a unit in accordance with the invention has structural integrity afforded by a frame which includes the roof and floor side beams, the legs and importantly the transverse compression member.
  • Each leg may be disposed so as to intersect the associated roof side beam so that the leg and associated roof side beam are substantially co-planar and the side wall panel is disposed inwardly of the leg and associated roof side beam and externally of the floor side beam.
  • the roof structure may comprise an upper skin and a lower skin, a plurality of cross beams spanning between the roof beams and disposed between the upper and the lower skins, and said compression member also being disposed between the upper and lower skins.
  • the cross beams may be underdrawn by lower cladding panels and the skids may also be secured to the cross beams to depend from the underside thereof, the lower cladding panels extending between the skids.
  • thermally insulating material may be disposed in the region between the floor deck and the lower panels and/or the upper and lower skins of the roof structure.
  • the floor side beams may be made of metal such as steel and may be 305 mm deep.
  • the cross beams may be made of metal such as steel.
  • the side and end walls may each comprise a structural sandwich having inner and outer skins sandwiching therebetween, and being bonded to, a rigid foam or expanded plastics material.
  • the outer skin may be a plastics coated steel sheet and the inner skin plasterboard, with a peripheral timber frame disposed between the inner and outer skins.
  • the floor deck may comprise a flooring guide wood particle board panel.
  • the upper skin may comprise one or more sheets of wood particle board supported by timber joists.
  • the inner skin may comprise a gypsum wallboard panel faced with plastic film.
  • Each leg may have a slinging point, which may be removable, at or adjacent its upper end whereby the building may be lifted with a crane.
  • each slinging point comprises an adaptor retractable into the upper end of the associated leg, when not in use.
  • the upper unit may be secured to the lower unit using the slinging point of the lower unit, for example by bolting.
  • the ground-engageable foot member may be spaced closely below the lowest part of the side beams, or alternatively, the ground-engageable foot members may be engageable with the legs in a plurality of relative operative positions which permit the building unit to be supported on the foot members at a range of positions above the ground, varying from relatively close to the ground to sufficiently above the ground for a transporter, such as a lorry, to be driven under the building unit and the legs retracted the building unit is supported on the transporter by means of the skids.
  • a transporter such as a lorry
  • FIG. 1 and 2 there is shown a portable building of generally right para- lellopiped configuration having two side walls 12 and two end walls 13, a roof structure 14 and a floor structure 15.
  • Door and window openings are provided in the walls as shown at 16 and 17 respectively.
  • the doors and windows may be located at other positions than those shown and if desired more or less doors and windows may be provided.
  • the building unit is also provided with four legs 18, two on each side of the unit, arranged symmetrically.
  • Figure 3 merely shows a building unit similar to that of Figures 1 and 2 but of different dimensions, and having an alternative arrangement of doors and windows.
  • the floor structure 15 comprises two parallel longitudinally extending floor side beams 19, 20 disposed to extend along the longitudinal sides of the floor structure.
  • the floor side beams 19, 20 are identical and are made as rolled sections in steel and are of essentially channel configuration having inturned lips 21 of the free ends of the limbs 22 of the channel.
  • the side beams 19, 20 Fastened by welding, to the side beams 19, 20 are a plurality of cross beams 23 which extend transversely of the floor structure and are located at spaced positions longitudinally of the side beams 19, 20.
  • the cross beams 23 are provided with cut-outs 28 at each end to accommodate the limbs 22 and associated lips 21 of the side beams 19, 20.
  • the cross beams are 400 mm apart, the cross beams and floor side beams are made from galvanised steel; the side beams 19, 20 are 305 mm deepx89 mm flange with 19 mm lipx3.175 mm sheet steel, giving a minimum yield stress of 220 N/mm 2 .
  • the cross beams are 180 mm deepx55 mm flange with 12 mm Iipx2.50 mm sheet steel.
  • a floor deck 24 made of flooring grade wood particle board with a fully bonded vinyl covering. However, if desired, other material may be used.
  • the nature of the floor deck which is 18 mm thick and moisture resistant, provides the floor structure with a very solid feel and this is aided by the floor covering of 1.25 mm thick vinyl.
  • the cross beams are underdrawn with a lower cladding panel assembly comprising a plurality of bitumen impregnated fibreboard panels 25 secured to the underside of the cross beams 23.
  • a mineral fibre insulation mat 26 is packed between the side beams and cross beams.
  • the cross beams 23 are connected down their length on the underside thereof, by two U-shaped skids 27 also made of galvanised rolled steel section and which are provided to sit on a lorry bed during transportation.
  • the floor can be strengthened to take high loadings and if necessary supported directly on the ground along its entire length.
  • Each wall of the building unit is formed as a panel having stressed skin structural sandwich of inner and outer skins 30, 31 which sandwich therebetween and are bonded together by means of rigid polyurethane foam 32.
  • a peripheral timber frame 33 is provided between the inner and outer skins.
  • the outer skin 31 comprises a coloured steel cladding, for example, galvanised sheet steel having a coloured PVC coating on the external surface to give a longer maintenance free life.
  • the panels are seamed vertically such as described in one published Application GB-A-1520272 to give a continuous external weather barrier with no potential weaknesses for leaks.
  • the steel is galvanised prior to the application of the PVC exterior to give added protection in the event of damage to the PVC coating.
  • the internal skin 30 is made of gypsum wallboard with a textured vinyl wall covering giving a smart, easy-clean internal finish.
  • the polyurethane foam 32 is 47 mm thick which gives good thermal insulation and securely bonds the skins together into an effective thermal barrier guaranteeing good control over the internal environment.
  • the gypsum wallboard inner skin gives a half hour fire resistance from the inside as standard and internal and external surfaces are designated Class "0". In addition the wall panels have good sound attenuation.
  • the wall panels are secured to the floor structure by suitable fasteners such as nails pnuemati- cally driven through the lower member of the peripheral timber frame 33 and into a web part 34 of the floor side beams 19, 20 or a web part 35 of appropriately disposed end cross beams 23 depending upon whether the panels are side or end wall panels.
  • suitable fasteners such as nails pnuemati- cally driven through the lower member of the peripheral timber frame 33 and into a web part 34 of the floor side beams 19, 20 or a web part 35 of appropriately disposed end cross beams 23 depending upon whether the panels are side or end wall panels.
  • angle members 36 are provided on the floor side beams and end cross beams to support the walls.
  • the side wall panels are connected, by suitable fasteners (not shown) such as wood screws, to longitudinally extending roof side beams 37 of assymetric Z-configuration, the wall panels engaging a part 38 of a web of the beams 37 which extends perpendicular to one flange 39, thereof and which is connected to its other end by an inclined part 41 and a cranked part 42a, to a flange 40.
  • the flanges 39, 40 at their free ends have upturned lips, the flange 39 having an out-turned lip 43 and the flange 40 having a smaller inturned lip 44.
  • the roof side beams 37 comprise two end parts 37a, 37b (see Figures 1 and 3) and an intermediate part 37c.
  • the intermediate part 37c is bolted at either end to a channel section part 41b of a fabricated assembly 41a at the top of the legs 18.
  • One of the assemblies 41a is shown in more detail in Figures 6 and 7.
  • One end of each of the end parts 37a, 37b are also bolted to an assembly 41a.
  • the side beams 37 are effectively continuous along the length of the building by virtue of the channel 41b of the assembly 41a.
  • the roof side beams 37 comprise painted galvanised rolled steel sections and the above described section provides an aesthetically pleasing facia appearance on the exterior of the building.
  • the roof side beams 37 are made of 3.000 mm thick galvanised sheet sheel having a minimum yield stress of 220 N/mm 2 .
  • the assembly 41a comprises a socket part 41c in which a spigot 41d is welded, the spigot being received in the upper end of the associated leg 18.
  • the spigots 41d are bolted inside the upper leg parts by bolts 18' and at their lower ends the legs 18 have a flanged lug 46 connected by bolts 47 to the floor side beams 19, 20.
  • the legs including spigot 41d and socket part 41c extend beyond the top of the side beams 37 where they are bolted via plates 42 to a compression member 48 which extends between the upper ends of the thus extended legs 18.
  • Each leg 18 is over the entire length (including socket 41b) of square tubular configuration and terminates at the lower end in a foot member comprising a foot plate 52 adapted to engage the ground or lower unit in a double stack configuration.
  • the legs 18 terminate at a position P 1 at the top surface of the foot plate 52, below the floor side beams 19, 20 which are at a level P 2 .
  • foot member having a long shank and which is connectable to the leg 18 in a plurality of positions so that the building may be supported at a desired height above the ground, for example, to permit a transporter such as a lorry to be driven beneath the building unit so that the building unit can be supported on the back of the lorry via the skids 27, in such case the legs 18 and foot members 50 may be as described in U.K. Specification GB-A-1315132.
  • Lifting adaptors 51 provide slinging points for the building unit of the upper ends of the legs 18 within socket port 41c, details of which can best be seen from Figures 6 and 7.
  • the adaptors 51 can be retracted into the sockets 41 c at the upper ends of the legs when not in use, and withdrawn therefrom when required.
  • an abutment 51b is provided within the socket 41c at the upper end of the leg 18, which, in use, would engage an abutment 51c at the lower end of the adaptor 51.
  • a first opening 51d is provided in adaptor 51 through which a shackle of a crane or the like may be passed when the adaptor 51 is extended, and an opening 51e is provided within the socket 41c through which a pin or bolt can be passed when the adaptor 51 is in an extended position, to prevent retraction.
  • the adaptors 51 can rotate about their longitudinal axes 51' to align the openings 51d during lifting.
  • the upper unit may be secured to the lower unit by the adaptors 51, as hereinafter explained.
  • a two-part skirting board made as an extrusion in synthetic plastics material is provided at the bottom of the internal surface of each wall and can provide a conduit for services, access to which can be gained by removing a cover part 53 from a backing part 54 thereof.
  • a somewhat similar two-part trim arrangement is provided at the top of the walls as indicated at 55.
  • the roof comprises a plurality of wooden joists 56 with end ruanners 56a and a centre wooden noggin 56b.
  • the roof joists 56 are contoured as desired to give a desired profile to the roof, in this case a light camber.
  • the joists 56 are at 603 mm centres supported at their ends on the upper limb 39 of the roof side beams 37 and supporting a wood particle board upper skin 57, 18 mm thick with a one-piece hypalon steel 58 fully bonded to the roof deck with a neoprene latex adhesive and the edges of the sheet are bonded to the roof edges with a contact adhesive.
  • a mineral fibre thermal insulation mat 59 is packed between the joints 56 and rests on a vinyl covered plasterboard inner skin or ceiling 60 which is secured to the underside of the joints 56. If this example the insulation 59 is 60 mm thickx400 mm wide glass fibre mat.
  • the plasterboard ceiling 60 is 12.7 mm thick and is suspended from the joists 56 by galvanised steel sections 56c which are themselves secured to the wooden joists 56.
  • the steel sections are covered with white aluminium trim.
  • a gutter in the form of a rigid PVC extrusion 61 is provided on the sides of the building and is fully supported along its length by a galvanised steel retention section 62 folded from essentially C-section steel sheet and fixed to the runners 56a by means of wood screws. Roof void ventilation is provided as indicated at 63 behind the gutters. A fall pipe is provided at each corner of the unit.
  • the unit described above has structural integrity which is afforded by the steel frame which includes the roof side beams 37, floor side beams 19, 20, legs 18, fabricated assembly 41a, transverse compression members 48 and floor cross beams 23. It is to be noted that the steel compression members 48 span between the legs 18 within the roof assembly, i.e. beneath the roof deck 57 and above the lower cladding panel 60 and serve to prevent the roof being damaged during craning operations.
  • the transverse structural steel members of the framework namely the floor cross beams 23 and compression members 48
  • the building unit is given a more permanent visual impression than was the case with the building unit described in Specification GB-A-1315132 where the compression members lie externally of the roof and also compared with the building described in Specification GB-A-1493801 wherein the legs are connected together trans- versly by means of beams disposed at a level below the underside of the floor structure.
  • the steel framework permits the unit to sit close to the ground without the need for damp-proofing and the relatively deep side members 19, 20, together with end panels 64, reduce air movement beneath the units therefore giving improved floor insulation.
  • the end panels 64 are preferably pivotally mounted so as to pivot when the unit is to be transported on a lorry so as to enable the skids 27 to engage the deck of the lorry without interference by the end panel 64 as a result of the end panel 64 pivoting upwardly.
  • the doors and windows 16,17 may be of any desired construction, it is preferred that the door 16 comprise a panel of essentially similar construction to the side panels, namely inner and outer skins of the materials described hereinbefore with rigid polyurethane foam sandwiched therebetween.
  • the windows preferably have a top hung opening action and the window glass may be unpro- vided with any peripheral frame having hinges secured directly to the glass and the glass sealing onto a suitahble seal strip provided on the frame in the wall of the building unit.
  • the windows would be made of a suitable toughened or laminated glass.
  • the window frame which clamps to the wall is preferably of extruded aluminium and provided with a thermal break to reduce condensation on the frame and a channel is provided in the frame so that any condensation on the glass is channelled to the outside of the building unit.
  • double glazing may be provided although in this case, the glass would need to be provided with a peripheral frame.
  • the building unit described hereinbefore can be linked and double stacked to form larger complexes and if double stacked there will be no obvious gap between the upper and lower units due to the presence of the side beams 19, 20 and end panels 64.
  • Stacking of the units may be achieved by providing in the foot members of the upper building unit, openings to receive the adaptors 51 of the lower unit, and openings may be provided in the lower part of the upper leg to receive a bolt or pin through the opening, which pin or bolt engages the opening 51 d of the associated adaptor 51.
  • the building unit illustrated in Fiures 1 and 2 has an overall length of approximately 9.9 m and an internal width of 3.79 m, an overall width of 4.26 m, giving a floor area of 36.38 m 2 .
  • the legs are at 7.2 mm centres.
  • Building units in accordance with the invention may be of any different size, for example may be approximately 5.1 m long and 2.92 m internal width giving a floor area of 14.02 m 2 , or alternatively may be 18.3 m long with an internal width of 3.79 m giving a floor area of 68.22 m 2 and having a leg spacing of 9.6 m.
  • Such a building unit is shown in Figure 3.
  • the building units may, of course, be constructed in a range of sizes above, below and between those mentioned above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)

Claims (10)

1. Module de construction portatif autonome du type assemblé an usine en vue de sa livraison à un chantier à l'état assemblé, comportant une structure de sol, des panneaux de paroi latéraux et d'extrémité (12, 13) à structure en sandwich à revêtement sous contraintes destinés à former des parois, une structure de toit, et des fenêtes, des portes et des agencements internes et comportant en outre des patins (27) s'étendant longitudinalement et disposés sous la structure de sol, quatre pieds (18) disposés symétriquement, deux de chaque côté du module entre les extrémités de ce dernier et à l'extérieur des panneaux de parois, un élément transversal travaillant à la compression (48) s'étendant entre et étant relié aux extrémités supérieures des pieds (18) de chaque paire de pieds (18) disposés en regard l'un de l'autre et chaque pied (18) étant muni d'un élément de semelle pouvant porter contre le sol (52), si bien que le module peut être supporté sur les éléments de semelle (52), les charges du toit et du sol étant transmises par les panneaux de parois aux pieds (18), caractérisé en ce que la structure de sol comporte deux poutres latérales de sol parallèles, espacées (19, 20) disposées sur les côtés de la structure de sol et s'étendant dans le sens longitudinal du module, plusieurs poutres transversales (23) s'étendant dans le sens transversal du module et reliées entre les poutres latérales de sol (19, 20) à des positions espacées le long des poutres latérales (19, 20), un plateau de sol (24) supporté par lesdites poutres latérales (19, 20), lesdits patins (27) s'étendant entre les poutres latérales (19, 20), la face inférieure des patins (27) se trouvant au-dessous du niveau de la face inférieure des poutres latérales (19, 20), en ce que la structure de toit comporte deux poutres latérales de toit espacées (37), disposées sur les côtés de la structure de toit et s'étendant dans le sens longitudinal du module et un revêtement supérieur (57), en ce que chaque pied (18) est relié à une poutre (19, 20) latérale de sol au niveau ou à proximité du bas du pied (18) et est relié à une poutre (37) latérale de toit au niveau ou à proximité du haut du pied (18), en ce que les panneaux de paroi latéraux et d'extrémité sont reliés à leurs extrémités supérieure et inférieure auxdites poutres latérales de toit (37) et aux poutres (19, 20) latérales de sol, respectivement, pour fournir un ensemble de parois à structure composite sous contraintes afin de transmettre les charges de toit et du sol aux pieds (18), et en ce que l'élément travaillant à la compression (48) est situé sous le revêtement supérieur (57).
2. Module selon la revendication 1 dans lequel chaque pied est disposé de manière à intersecter la poutre latérale de toit associée de sorte que le pied et la poutre latérale de toit associée soient essentiellement coplanaires et que le panneau de paroi latéral soit disposé à l'intérieur par rapport au pied et à la poutre latérale de toit associée et à l'extérieur par rapport à la poutre latérale de sol.
3. Module selon la revendication 1 ou la revendication 2 lorsque la structure de toit comporte un revêtement supérieur (57) et un revêtement inférieur (60), plusieurs poutres transversales (56) s'étendant entre les poutres de toit (57) et sont disposées entre les revêtements supérieur et inférieur et ledit élément travaillant à la compres- sion (48) est également disposé entre les revêtements supérieur et inférieur.
4. Module selon l'une quelconque des revendications précédentes, caractérisé en ce que les poutres transversales (2) sont recouvertes sur leur dessous par un panneau de revêtement inférieur (25).
5. Module selon l'une quelconque des revendications précédentes, caractérisé en ce que les patins (27) sont fixés aux poutres transversales (23) de manière à s'étendre depuis la face inférieure de celles-ci vers le bas.
6. Module selon la revendication 3, caractérisé en ce qu'un matériau thermiquement isolant (26; 59) est disposé dans la zone située entre le plateau de sol (24) et le panneau inférieur (25), et/ ou les revêtements supérieur (57) et inférieur (60) de la structure de toit.
7. Module selon l'une quelconque des revendications précédentes, caractérisé en ce que les panneaux de paroi latéraux et d'extrémité sont constitués chacun par un sandwich structural présentant des revêtements interne (30) et externe (31) prenant en sandwich entre eux un matériau an mousse rigide ou en plastiques expansé (32).
8. Module selon l'une quelconque des revendications précédentes, caractérisé en ce que chaque pied (18) a un point de levage au niveau ou à proximité de son extrémité supérieure, les points de levage comportant chacun un adaptateur (51) apte à s'escamoter dans l'extrémité supérieure du pied associé (18) lorsqu'il n'est pas en service, et capable de tourner autour de l'axe longitudinal des pieds associés (18).
9. Module selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments de semelle (52) pouvant venir porter contre la sol sont séparés de la face inférieure des poutres latérales de sol (19, 20) par un espace étroit en dessous de cette face.
10. Module selon l'une quelconque des revendications 1 à 8, caractérisé en ce que les éléments de semelle (52) pouvant venir porter contre le sol peuvent être assemblés avec le pied (18) dans plusieurs positions de service relatives permettant de supporter le module de construction sur les éléments de semelle (52) dans une gamme de positions au-dessus du sol allant d'une position relativement proche du sol jusqu'à une position suffisamment élevée par rapport au sol pour permettre de placer un transporteur sous le module de construction et d'escamoter les pieds (18) jusqu'à ce ce module soit supporté sur le transporteur au moyen des patins (27).
EP19830109356 1982-09-27 1983-09-20 Unités de construction Expired EP0105406B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8227511 1982-09-27
GB8227511 1982-09-27

Publications (2)

Publication Number Publication Date
EP0105406A1 EP0105406A1 (fr) 1984-04-18
EP0105406B1 true EP0105406B1 (fr) 1989-11-29

Family

ID=10533189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19830109356 Expired EP0105406B1 (fr) 1982-09-27 1983-09-20 Unités de construction

Country Status (3)

Country Link
EP (1) EP0105406B1 (fr)
DE (2) DE3380899D1 (fr)
GB (1) GB2127879B (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0263194A1 (fr) * 1986-10-07 1988-04-13 Portakabin Limited Unité de construction portable
FR2839329A1 (fr) 2002-03-20 2003-11-07 Portakabin Ltd Structure de plancher

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8727586D0 (en) * 1987-11-25 1987-12-31 Norcros Plc Roof structures
GB9414682D0 (en) 1994-07-21 1994-09-07 Portakabin Ltd Floor stucture
DE102010044036B4 (de) * 2010-11-17 2012-11-29 Erol Ludwig Gebäude, welches oberhalb einer korrespondierend ausgeformten Bodenvertiefung angeordnet und in diese Bodenvertiefung absenkbar ist
CN107268922B (zh) * 2017-06-22 2023-03-14 嘉兴天美环保集成墙面有限公司 一种组合墙板

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE757271A (fr) * 1969-10-10 1971-03-16 Elcon Ag Perfectionnements a la construction de batiments pre- fabriques
US3564786A (en) * 1970-01-09 1971-02-23 David Baker Mass production housing
GB1315132A (en) * 1970-11-18 1973-04-26 Prtakabin Ltd Portable building
CH535875A (de) * 1971-04-13 1973-04-15 Sovami Sa Aus vorfabrizierten Teilen gebildete Baukonstruktion
US3832811A (en) * 1971-06-07 1974-09-03 E Briel Relocatable building module
GB1459388A (en) * 1972-09-11 1976-12-22 Medway Building Ltd Buildings
CH560296A5 (fr) * 1973-04-25 1975-03-27 Credelca Ag
FR2267435A1 (en) * 1974-04-12 1975-11-07 Lemettre Gerard Modular steel-framed building construction - has welded crowns joining posts, floor base and foundation
RO79813A (fr) * 1974-05-08 1982-09-09 Industrielle De Constructions Mobiles,Fr Construction legere prefabrique a structure metallique
US3965557A (en) * 1974-08-01 1976-06-29 Pruitt Jr Robert L Apparatus for affixing prealigned corner posts to box-like structures before assembling same
GB2084213B (en) * 1980-09-19 1984-07-04 Portakabin Ltd Portable building unit
GB2092640B (en) * 1981-02-07 1984-04-04 Portakabin Ltd Portable building unit

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0263194A1 (fr) * 1986-10-07 1988-04-13 Portakabin Limited Unité de construction portable
FR2839329A1 (fr) 2002-03-20 2003-11-07 Portakabin Ltd Structure de plancher

Also Published As

Publication number Publication date
EP0105406A1 (fr) 1984-04-18
GB8324725D0 (en) 1983-10-19
GB2127879A (en) 1984-04-18
GB2127879B (en) 1985-10-02
DE105406T1 (de) 1989-09-14
DE3380899D1 (de) 1990-01-04

Similar Documents

Publication Publication Date Title
US11578482B2 (en) Foldable enclosure members joined by hinged I-beam
US5743056A (en) Building panel and buildings made therefrom
US4641468A (en) Panel structure and building structure made therefrom
US4813193A (en) Modular building panel
EP0635088B1 (fr) Panneaux de construction et batiments realises avec ceux-ci
US4894964A (en) Building structure and method
CA2807504C (fr) Unites de construction pliantes
WO2012012688A1 (fr) Système et procédé de construction
US5323573A (en) Building structure and method of erecting it
US4310992A (en) Structural panel
GB2084213A (en) Portable building unit
EP0105406B1 (fr) Unités de construction
US4142335A (en) Building construction
EP0546540B1 (fr) Unité de bâtiment transportable
US2078970A (en) House construction
EP0310926B1 (fr) Méthode pour la construction d'un bâtiment modulaire
WO1992019826A1 (fr) Poutre de construction, element de construction incluant ladite poutre et procede de fabrication de cette poutre
EP0270218A2 (fr) Structure de toit dans ou pour un module de construction
EP0263194B1 (fr) Unité de construction portable
US20240183146A1 (en) Load bearing system for a residential structure
EP1132535B1 (fr) Unité de bâtiment transportable
GB2246583A (en) Roof structure with beam including service cavity
RU2800657C2 (ru) Модульное здание
Incoll The Development Of Australian Antartic Building Types
DE2206848A1 (de) Term bau-system

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): DE FR NL

17P Request for examination filed

Effective date: 19840402

DET De: translation of patent claims
GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): DE FR NL

REF Corresponds to:

Ref document number: 3380899

Country of ref document: DE

Date of ref document: 19900104

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20010911

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20010927

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20011009

Year of fee payment: 19

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030401

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030603

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST